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TUB 2765 SHS Welded Joints - Tata Steel

TUB 2765 SHS Welded Joints - Tata Steel

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23 Design of <strong>SHS</strong> welded joints<br />

T- and X-joints out-of-plane moment chord face deformation<br />

M op,1 = 0.5 b 1 N 1<br />

T- and X-joints in-plane moment chord face deformation<br />

M ip,1 = t 1 N 1<br />

T- and X-joint chord punching shear<br />

In all cases the following check must be made to ensure that any factored applied axial loads and<br />

moments do not exceed the chord punching shear capacity.<br />

N app + 6 M app / b 1 ≤ 2 f y0 t 0 b 1 /√3<br />

5.1.6 CHS chords with longitudinal gusset plates<br />

T- and X-joints axial load chord face deformation<br />

N 1 = 5 f y0 t 0 2 (1+ 0.25 h1 /d 0 ) f(n p )<br />

T- and X-joints out-of-plane moment chord face deformation<br />

M op,1 = 0.5 t 1 N 1<br />

T- and X-joints in-plane moment chord face deformation<br />

M ip,1 = h 1 N 1<br />

T- and X-joint chord punching shear<br />

h1<br />

In all cases the following check must be made to ensure that any factored applied axial loads and<br />

moments do not exceed the chord punching shear capacity.<br />

N app + 6 M app /h 1 ≤ 2f y0 t 0 h 1 /√3<br />

t1

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